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BORING NUMQFR B4RI RI MTH D <br /> r=- 4 m a V) _ DATE DRILLED 2/9/93 Mobile B-61/6—Inch <br /> w - a � v ¢ LOGGED BY MW Hollow Stem Auger <br /> Q" cn z 0Q ¢ _ o <br /> m O CD <br /> SOIL DESCRIPTION AND REMARKS <br /> I <br /> eao Asphalt concrete with aggregate base <br /> ML Brown, dry very stiff fine to medium sandy silt <br /> cJ o B4-1I 34 ND <br /> 10 °o B4-2I 28 66 hard <br /> v <br /> 15 1 84-3I 67 54 <br /> o <br /> 20 °o 64-4I 39 74 dark gray strong odor observed <br /> 25 a B4-5I 43 42 brown, slight odor observed <br /> 30 °o S4-6I 49 58 dark brown slight odor observed <br /> 35 a 84-7I 31 62 SP Brown moist dense fine sand <br /> slight odor observed <br /> 40 °a 64—$I 37 54 ML Brown moist hard fine sandy silt <br /> slight odor observed <br /> I45--- <br /> 5 a° 84-9I 76 66 <br /> rJO o 64-10I 50/5" NO SW �. - Brown, saturated, very dense, well graded sand <br /> Boring backfilled with cement/bentonite qrout <br /> 55 <br /> I <br /> so-� <br /> SOIL BORING LOG WKA NO 2086 05 <br /> 2000 STIMSON ROAD DATE 3/93 <br /> GEOWALLACE <br /> GIc • IUIIL""VI et ASSOCIATES, INC Stockton, Collfornla PLATE NO 11 <br /> OEOLOO[G R BNVIAONMSNTAL SERVICES <br />